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Home My WebLink About1984 MARCASITE PL; ; CB073042; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-17-2008 Residential Permit Permit No: CB073042 Building Inspection Request Line (760) 602-2725 Job Address: 1984 MARCASITE PL CBAD Permit Type: RESDNTL Sub Type: Parcel No: 2132913100 Lot#: Valuation: $314,412.24 Construction Type: SFD 67 VN Status: Applied: Entered By: ISSUED 12/11/2007 JMA Occupancy Group: 04/17/2008 Reference #: CT 04-09 Plan Approved: # Dwelling Units: 1 Structure Type: SFD Issued: 04/17/2008 Bedrooms: 4 Bathrooms: 4 Inspect Area: Project Title: TRIESTE PL 2: PHS 5 2748SF LV, Orig PC#: PC 06-35 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/96SF PATIO Plan Check#: PC 07-67 Applicant: WARMINGTON HOMES 701 PALOMAR AIRPORT RD CARLSBAD CA 92011 931-4766 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $1,318.65 $0.00 $857.12 $0.00 ($68.57) $31.44 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $7,702.00 D1 $0.00 $0.00 Owner: WARMINGTON TRIESTE ASSOCIATES LP C/O WARMINGTON HOMES CALIFORNIA 3090 PULLMAN ST #A COSTA MESA CA 92626 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing lnlieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES Total Fees: $27,737.57 Total Payments To Date: $27,737.57 Balance Due: Inspector: k0 f,,.,,u».,- FINAL APPROVAL Date: 'f>\ { ogJ o-, Clearance: $0.00 $225.00 $7,188.00 $3,618.63 $5,722.30 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $259.00 $60.00 $74.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27,737.57 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file !he protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar ;:iny subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this proje~t. NOR DOES IT APPLY to any f hi I f . ha r I m ' . City of Carlsbad Bldg Inspection Request For: 01/07/2009 ' Permit# CB073042 Inspector Assignment: MC --- Title: TRIESTE PL 2: PH$ 5 2748SF LV, Description: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/96SF PATIO Type: RESDNTL Sub Type: SFD Job Address: 1984 MARCASITE PL Suite: Lot: 67 Location: OWNER WARMINGTON TRIESTE ASSOCIATES LP Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description Act Comments 19 Final Structural a Phone: 7604271926 Inspector: _ _.fvt __ e,, __ Requested By: KYLE ISBELL Entered By: CHRISTINE 29 Final Plumbing f f=IL-L-~ 1J\-~S A1'"" AU,.. ~,~~soil. 39 Final Electrical t,loJ-:ld.?!':4' 4 f"kri,J'ri Oj;;Ulv A-r "'ffl.Ja. oK 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns11ection Histo[Y Date Description Act lnsp Comments 10/27/2008 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 08/29/2008 17 Interior Lath/Drywall PA MC DRYWALL ONLY 08/29/2008 18 Exterior Lath/Drywall AP MC 08/29/2008 23 Gas/TesURepairs AP MC 08/22/2008 16 Insulation AP PC 08/21/2008 84 Rough Combo AP MC MINOR PICK UP 08/20/2008 84 Rough Combo NR MC 08/19/2008 84 Rough Combo co MC COMPLETE LATH 07/29/2008 13 Shear Panels/HD's AP MC 07/28/2008 13 Shear Panels/HD's PA MC 07/08/2008 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 05/28/2008 81 Underground Combo AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS. UFEROK 05/16/2008 21 Underground/Under Floor AP PC City of Carlsbad Bldg Inspection Request For: 10/27/2008 Permit# CB073042 Inspector Assignment: MC --- Title: TRIESTE PL 2: PHS 5 2748SF LV, Description: 639SF GAR/11 0SF DECK/138SF LOG/120SF PORCH/96SF PATIO Type: RESDNTL Sub Type: SFD Job Address: 1984 MARCASITE PL Suite: Lot: 67 Location: OWNER WARMINGTON TRIESTE ASSOCIATES L P Owner: WARMINGTON TRIESTE ASSOCIATES L P Remarks: Total Time: CD Description Act Comments Phone: 7604271926 Inspector: _-4{Y_t_l_ Requested By: KYLE Entered By: JANEAN 39 Final Electrical k :611'2-0 clk-:(J DIC. ·-rt> 1ZG,L-t=,;a~c:;; · t--t r--i""@Z- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns(1ection Histoiy Date Description Act lnsp Comments 08/29/2008 17 Interior Lath/Drywall PA MC DRYWALL ONLY 08/29/2008 18 Exterior Lath/Drywall AP MC 08/29/2008 23 Gas/Test/Repairs AP MC 08/22/2008 16 Insulation AP PC 08/21/2008 84 Rough Combo AP MC MINOR PICK UP 08/20/2008 84 Rough Combo NR MC 08/19/2008 84 Rough Combo co MC COMPLETE LATH 07/29/2008 13 Shear Panels/HD's AP MC 07/28/2008 13 Shear Panels/HD's PA MC 07/08/2008 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 05/28/2008 81 Underground Combo AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS. UFER OK 05/16/2008 21 Underground/Under Floor AP PC 05/16/2008 22 Sewer/Water Service AP PC Dept: Buildin Plan Check#: 1 IIIPICIIOI Planning CMWD St Lite Fire Date: 0FC -1 2008 11/26/2008 Permit#: Permit Type: RESDNTL Project Name: Sub Type: SFD 639SF GAR/11 0SF DECK/138SF LOG/120S F PORCH/96S Address: Contact Person: Sewer Dist: 1984 MARCASITE PL Phone: LC Water Dist: CA Lot: 67 ·························································································································································· lnspecte~ ~~ Date 11/v,-/4 8 Inspected: Approved: )< Disapproved: __ By: ,L)Nf:. ~. Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 11 Comments: ______________________________ _ Southern California Soi l and Testing, Inc. 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 P.O. Box 600627, San Diego, CA 92160-0627 83-7 40 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)77 5-5983 Concrete (4x8) Compressive Strength Test Report File Number: 0612215 Project Title: Trieste at La Costa Greens PTCC Phase: 5 Project Location: 1984 Marcasite Place Architect : n/a Engineer : Davidson Reinforcing Permit No : CB07-3042 Contractor: Warmington Plan File No: Carlsbad Location In Structure: Lot: 67 Slab on Grade -Front Right Quad Material Supplier: Superior Mix Designation: 375p Admixture(s): Pozz Time In Mixer: Air Content: (ASTM C173/C231) Air Temp: Truck Number: Samples Made By: (ASTM C31) Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 60 minutes 74 degrees F 286 JC 0870696 67 5/29/2008 6/2/2008 6/3/2008 4.00 12.57 54400 4330 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0870697 0870698 5/29/2008 5/29/2008 6/2/2008 6/2/2008 6/26/2008 6/26/2008 4.00 4.00 12.57 12.57 73940 77580 5880 61770 28 Days 28 Days 4500 4500 1 2 5.00 I 78 degrees F 116949 CEN CN Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C39 standards. This agency makes no other warranties express or implied. Fracture Type: 1 -Reasonably well formed cones on both ends, less than 1 in. of cracking through caps; 2 -Well formed cone on one end, vertical cracks running through caps.no well defined cone on other end; 3 -Columnar vertical cracking through both ends, no well formed cones; 4 -Diagonal fracture with no cracking through ends; 5 -Side fracture at top or bottom (occur commonly with unbonded caps); 6 -Similar to type 5 but end of cylinder is pointed. Distribution: Reviewed By: (1) City of Carlsbad -Building Inspection Department (1) Warmington Homes California --/ / / Gordon T.M. Woodard RCE # 60481 GEOCON 0 c-~-- 1 • GEOTECHNICM'CONSULTANTS · ~~ 6960' FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-2974 ■ TEL (8581 558-6900 ■ FAX (858). 558-6159 ., FOUNDATION OBSERVATION REPORT ·o -..,,. ... INCORPORATED PROJECT NAME : y;.., e. G.zi; {:-N:, -w ... ~ ,._, ~-n1,-.1 LOCATION : L OT:::, {,, l. -tf1 1 FOUNDATION LOCATION (if not entire building) PLAN FILE NO. PERMIT NOS : FOUNDATION TYPE : 0 faONVENTIONAL IJ"' POST· TENSIONED ~· ~ -r .. _,•~I,._.; • PU~SE OF OBSERVATION • c1' yerify soil conditions exposed are similar to those anticipated B Verify footing excavations extend to minimum depth recommended PROJECT NO. o c,. '-Jc 3 -SZ -✓~ DATE : __ .s_· _z_S_-_0 _~ ____ _ 0 ADDITIONAL OBSERVATION REQUIRED ifs~BST ANTIAL CONFORMANCE D Verify foundation reinforcement complies ~ith minimum recommended in soil report D v✓r(fy slab reinforcement, sand bedding and moisture barrier comply with minimum ·recommended in soil report ifverify footings have been extended to an appropriate bearing strata . D Other • APPLICABLE SOl,L REPORT: TITLE : _ _:,u=-"-" ='"~-'-A,:_0;..;_i'f·-=·.:... __ 6_·7_1.~_:1_n:_-=._r ___ -_-__ 1'._•')_;_('_'f...c-·-1---v_ •.... __ ~,_r-__ L_,.....,..._L.._'"-_' ··.;;._:, 1'.;.c4=::sz=. __ \ I · I 7 DATE : • SOIL REPORT RECOMMEND.A. TIONS BASED ON : c::re'xpansion Condition D VERY LOW D LOW 0 HIGH 0 VERY HIGH -/ .. ,_ I ,=., 4 Lrfill Geometry ------------------------------------- □ Other : ____ ___;;L,,.:......::L=-----"'t.,_. _'1 ____ CA __ -r __ ,LL..,I ==--J/'----G. __ '_r _-_G.<c;.__-r-___ ]::.. _________ _ • MINIMUM FOUNDAT~ON ECOMMENDATIONS :- ,::..., -,-I ~/. e,,..,,..1-.LJ.... " J • 'I D Footing Depth : 12 Inches ~1-8" Inches D 24 Inches OTHER '-' -,;;. L '-' ~ r:-Z 3 Footing Reinforcement: D No.4 T&~ a:□ 2-No.4 T&B D 2-No.5 T&B ~st-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 D 6x6-6/6 D No.3@241nches D No.3@181nches -vef Post-Tensioned Slab Bedding Material and Thickness : ____________ _ Vapor Barrier : Foundation Width : -----4--=-z.=--· ·_,_ __ ._...1 ________________________ _ • OsseRVATIONS : ds~stantial conformance with GY'substantial conformance with .#-,2.t...l_3 □ Other Soil Reports (see "Purpose of Observation") Foundation Plans. Identify : ___ ,-.,_)_, __ ~ __ P._:.__ __ __;_.) __ .Jo__,_'(_---"'Q=-.... _-__;' o:::..;.j=--"-·J __ • COMMENTS : --------------------------------- NOTE: IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will BE OEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT Will BE MAINTAINED v FIELD COPIES TO -rJ---i_Q CC-6 ,::1;::. . .5-:5""-z_ GEOCON REPRESENTATIVE MAY.15.2008 9:45AM WARMINGTON-SAN DIEGO NO.507 PLANNING ENCtNEERINC SURVEYING HUNSAKER &ASSOCIATES 5 A. N D I I'. c:; 0, I N r., IRVtNE LOSANCELESMay 14, 2008 RIVERSIDE SAN DlfCO ARIZONA DAVE HAMMAR LEX WJLUMAJ',I ALIS/\ VIALPANDO DAN SMITH RAY M/1,'CT'IN CHUCK C<TER !>,o, Wopl.u S1,ee1 S,ll'I Oi1'j\n, CA 92121 lll'in! !i!il'l-4500 11H U\.'inl s;A-1-114 FX www.t;uns.ikt!rSD.corn 111fn@Hu11~1k,rSQ.cnm City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 Re: Building Form Certification La Costa Greens Neighborhood 1.17 Carlsbad Tract 04-09/PUD 04-08A Drawing No. 429-2C Lots 45 through 49 and 64 lhrough 71 Dear City Inspector: Please be advised the building foundation forms are in conformance with the precise grading plans as to horizontal and vertical location. All locations checked were found to be within 0.1 of a foot horizontally and vertically per the precise grading plans. Sincerely, a .. ~ Daniel P. Smith LS. 6854 Hunsaker & Associates San Diego, Inc. Tk ll ~.\0101~QQD'cl2l lk0 YID 0107-JIH ,11412ao110 41 ""'